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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER PMGSY DIVISION UDHAMPUR Name of Road:-Permanent Restoration of road from Mantalai to Gumasdu, Length 10.05 kms, Package no :- JK14-716, under for Year 2026-27 Contract No. JK14-716 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. d Item Code / Make Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil.70%, Ordnary Rock 20%, Hard Rock 10% (Blasting probhitted). |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing /Laying plain cement concrete in return wall , abutments ,retaining walls using 1:3:6 mix 20mm nominal size of aggregates including curing but excluding cost of shuttering. |
| 6 | Providing & making Gabion structure with Mechanically Woven DoubleTwisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter3.0mm, mechanically edged/selvedged with partitions at every 1m intervaland shall have minimum 10 numbers of openings per meter of meshperpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied@ 3% by weight of Gabion boxes, filled with boulders with leastdimension of 200 mm, as per drawing, all complete as per direction ofEngineer-in-charge. |
| 7 | Polygonal/Random Rubble Masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 8 | Providing and laying RBM filling incl. cost of consolidation and all leads , lifts and carriages complete |
| 9 | Providing concrete for plain concrete in openin foundations up to plinth level in 1:2:4 mix using 20 mm nominal size of aggregates |
| 10 | Providing and laying reinforced cement concrete in slab in superstructure (1:1 .5 :3) nominal mix (Using 20 mm down size aggregate.) |
| 11 | Polygonal/ Random Masonary Rubble Masonsry, Uncoursed/brought-to course,laid dry, with Nallah Stone, in Foundation and Plinth including cost of Through/ Bond Stones |
| 12 | Back filling(Stone filling) behind R/Wall, abutment, wing wall etc including supply of stones. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for foundation footing basis of coloum etc for mask conceret. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: Walls |
| 15 | Supplying fitting TMT steel reinforcement in superstructure including bending, binding and straightening etc. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for: suspender floor balconyes chhaja etc. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slab above 20 cm wide |
| 18 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 19 | Sand for an av. 100 Kms disntace. |
| 20 | Stone Aggregate 40 mm and above Sand for an av. 45 Kms disntace. |
| 21 | Stone for an av. 30 km distance Total in Figures 7597889.65 7597889.65 INR Seventy Five Lakh Ninety Seven Thousand Eight Hundred & Eighty Nine and Paise Sixty Five Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
